摘要
现浇钢筋混凝土加劲肋空心管无梁楼盖是一种新型的钢筋混凝土空心楼盖体系,针对这种楼盖进行了平行管向和垂直管向的简支板带试验,以分析加劲肋空心管楼盖在这两个方向上的承载力、刚度等受力性能.通过试验测试了加劲肋空心管楼盖在简支支承情况下的内力分布状况,研究了构件的裂缝、变形、承载力和破坏形态.试验研究表明,加劲肋空心管楼盖在两个垂直方向上的承载力及刚度差别并不大,且加劲肋空心管的存在在一定程度上改善和提高了结构的受力性能.
Cast-in place reinforced concrete stiffening ribbed hollow pipe girderless floor is a newstyle reinforced concrete hollow floor system. Experimental study on two groups of simply supported slabs has been done on this floor system in this paper. In one group of slabs, the stiffening ribbed hollow pipes were parallelled with the span of the slab, and the pipes were vertical with the span of the slab in another group of slabs. Through the experiment, the mechanical properties on the two conditions of this floor are studied, such as bearing capacity and rigidity. In the experiment, the structural behaviors of stiffening ribbed hollow pipe girderless floor, including the distribution of internal force, crack, deformation, bearing capacity and failure mode have been investigated. All the results show that the difference of bearing capacity and rigidity on the two vertical conditions of the floor is not apparent, and the stiffening ribbed hollow pipes improve the structural behavior to a certain degree.
出处
《长沙理工大学学报（自然科学版）》
CAS
2007年第2期21-26,共6页
Journal of Changsha University of Science and Technology:Natural Science
基金
国家"863"计划资助项目(2002AA001015)
关键词
无梁楼盖
加劲肋空心管
简支板带
承载力试验
girderless floor
stiffening ribbed hollow pipe
simply supported slab
bearing capacity experiment
